The paper investigates the seismic performance of a partially-restrained steel-concrete composite frame using the probabilistic approach. The analyzed frame has been tested at the ELSA laboratory of the Joint Research Centre of Ispra (Italy). The component method has been used to model both interior and exterior composite joints. The Latin Hypercube method has then been employed to draw the probabilistic distribution curves of the joints. Hence, the fragility and performance curves of the whole PR composite frame have been determined for four limit states.
Probabilistic analysis of a PR steel-concrete composite frame / Amadio, C; Moschino, D; Fragiacomo, Massimo. - (2006), pp. 573-579. (Intervento presentato al convegno 5th International Conference Stessa 2006 tenutosi a Yokohama (Japan) nel August 14-17).
Probabilistic analysis of a PR steel-concrete composite frame
FRAGIACOMO, Massimo
2006-01-01
Abstract
The paper investigates the seismic performance of a partially-restrained steel-concrete composite frame using the probabilistic approach. The analyzed frame has been tested at the ELSA laboratory of the Joint Research Centre of Ispra (Italy). The component method has been used to model both interior and exterior composite joints. The Latin Hypercube method has then been employed to draw the probabilistic distribution curves of the joints. Hence, the fragility and performance curves of the whole PR composite frame have been determined for four limit states.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
